Geoscience Reference
In-Depth Information
Table 16.7 Robustness required for ground conditions and construction equipment (Austroads, 1990).
Ground conditions
Robustness for construction equipment
ground pressures
Natural ground clearance
Depressions and
humps
Low
Medium
High
(
25 kPa)
(25-50 kPa)
(
50 kPa)
<
>
Clear all obstacles except
150 mm in depth
Slightly
Moderate to
Very robust
<
grass, weeds, leaves and
and height. Fill any
robust
robust
(2,000-3,000)
fine wood debris
larger depressions
(600-900)
(900-2,000)
Remove obstacles larger
450 mm in depth
Moderate to
Very robust
Extremely
<
than small to moderate
and height. Fill any
robust
(2,000-3,000)
robust
sized tree limbs and rocks
larger depressions
(900-2,000)
(
3,000)
>
Minimal site preparation.
over tree trunks,
Very robust
Extremely
Not
Trees felled and left in
depressions, holes,
(2,000-3,000)
robust
recommended
place. Stumps cut to no
and boulders
(
3,000)
>
more than 150 mm above
ground
16.8 Geotextile durability for cover material and
construction equipment
The table above was based on 150mm to 300mm initial lift thickness for the
cover material.
The size, angularity and thickness of the cover material also affect the G - Rating
Requirement.
For Pre-rutting increase robustness by one level.
Table 16.8 Robustness for cover material and construction equipment (modified from Austroads,
1990).
Ground conditions
Robustness for construction equipment
Ground pressures (kPa)and lift thickness (mm)
Cover
Material
Low
Medium
High
Medium
High
material
shape
(
25 kPa)
(25-50 kPa)
(
50 kPa)
(25-50 kPa)
(
50 kPa)
<
>
>
150-300 mm
300-450 mm
>
450 mm
150-300 mm
300-450 mm
Fine sand to
Rounded to
Slightly robust
Moderately to robust
±
50 mm gravel
subangular
(600-900)
(900-2,000)
Coarse gravel
May be
Moderate to robust
Very robust
with diameter
angular
(900-2,000)
(2,000-3,000)
up to ½
proposed lift
thickness
Some to most
Angular and
Very robust
Extremely robust
aggregate
>
½
sharp-edged,
(2,000-3,000)
(
>
3,000)
proposed lift
few fines
thickness
 
 
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